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| Analyzed File | NewROv-Material Sketch v11 |
| Version | Autodesk Fusion (2.0.19426) |
| Creation Date | 2024-06-09, 14:24:02 |
| Author | Hp |
Title Studies Author Hp
Study 1 - Static Stress
Study Properties
Study Type Static Stress Last Modification Date 2024-06-09, 11:17:30
Settings
General
Contact Tolerance 0.10 mm Remove Rigid Body Modes No
Damping
Mesh
Average Element Size (% of model size) Solids 10 Scale Mesh Size Per Part No Average Element Size (absolute value) - Element Order Parabolic Create Curved Mesh Elements Yes Max. Turn Angle on Curves (Deg.) 60 Max. Adjacent Mesh Size Ratio 1.5 Max. Aspect Ratio 10 Minimum Element Size (% of average size) 20
Adaptive Mesh Refinement
Number of Refinement Steps 0 Results Convergence Tolerance (%) 20 Portion of Elements to Refine (%) 10 Results for Baseline Accuracy von Mises Stress
Materials
Component Material Safety Factor Body1 Steel Yield Strength
Steel
Density 7.850E-06 kg / mm^3 Young's Modulus 210000.00 MPa Poisson's Ratio 0.30 Yield Strength 207.00 MPa Ultimate Tensile Strength 345.00 MPa Thermal Conductivity 0.056 W / (mm C) Thermal Expansion Coefficient 1.200E-05 / C Specific Heat 480.00 J / (kg C)
Contacts
Mesh
Type Nodes Elements Solids 7174 3686
Load Case1
Constraints
Fixed2
Type Fixed Ux Fixed Uy Fixed Uz Fixed
Selected Entities
Loads
Gravity
Type Gravity Magnitude 9.807 m / s^2 X Value 0.00 m / s^2 Y Value 0.00 m / s^2 Z Value -9.807 m / s^2
Selected Entities
Force4
Type Force Magnitude 505.215 N X Value 0.00 N Y Value 0.00 N Z Value -505.215 N Force Per Entity No
Selected Entities
Results
Result Summary
Name Minimum Maximum Safety Factor Safety Factor (Per Body) 15.00 15.00 Stress von Mises 5.021E-04 MPa 0.282 MPa 1st Principal -0.094 MPa 0.344 MPa 3rd Principal -0.336 MPa 0.082 MPa Normal XX -0.112 MPa 0.153 MPa Normal YY -0.258 MPa 0.183 MPa Normal ZZ -0.295 MPa 0.311 MPa Shear XY -0.04 MPa 0.043 MPa Shear YZ -0.126 MPa 0.136 MPa Shear ZX -0.11 MPa 0.07 MPa Displacement Total 0.00 mm 8.758E-05 mm X -2.066E-05 mm 1.671E-05 mm Y -7.825E-06 mm 9.143E-06 mm Z -8.752E-05 mm 2.596E-06 mm Reaction Force Total 0.00 N 3.469 N X -0.716 N 0.865 N Y -0.632 N 0.605 N Z -0.454 N 3.457 N Strain Equivalent 3.869E-09 2.087E-06 1st Principal 8.828E-10 1.877E-06 3rd Principal -2.193E-06 -1.996E-09 Normal XX -2.705E-07 2.557E-07 Normal YY -9.347E-07 2.814E-07 Normal ZZ -1.145E-06 1.220E-06 Shear XY -4.979E-07 5.378E-07 Shear YZ -1.560E-06 1.679E-06 Shear ZX -1.356E-06 8.620E-07 Contact Force Total 0.00 N 0.00 N X 0.00 N 0.00 N Y 0.00 N 0.00 N Z 0.00 N 0.00 N
Reaction Forces
Constraint Name Reaction Force Reaction Moment Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z) Fixed2 518.734 N -1.792E-05 N 2939.232 N mm 1296.831 N mm -1.156E-04 N -2637.672 N mm 518.734 N 0.005 N mm
Safety Factor
Safety Factor (Per Body)
0.00
8.00
Stress
von Mises
[MPa] 0.001
0.282
1st Principal
[MPa] -0.094
0.344
3rd Principal
[MPa] -0.336
0.082
Normal XX
[MPa] -0.112
0.153
Normal YY
[MPa] -0.258
0.183
Normal ZZ
[MPa] -0.295
0.311
Shear XY
[MPa] -0.04
0.043
Shear YZ
[MPa] -0.126
0.136
Shear ZX
[MPa] -0.11
0.07
Displacement
Total
[mm] 0.00E-05
8.758E-05
X
[mm] -2.066E-05
1.671E-05
Y
[mm] -7.825E-06
9.143E-06
Z
[mm] -8.752E-05
0.26E-05
Reaction Force
Total
[N] 0.00
3.469
X
[N] -0.716
0.865
Y
[N] -0.632
0.605
Z
[N] -0.454
3.457
Strain
Equivalent
0.004E-06
2.087E-06
1st Principal
0.001E-06
1.877E-06
3rd Principal
-2.193E-06
-0.002E-06
Normal XX
-2.705E-07
2.557E-07
Normal YY
-9.347E-07
2.814E-07
Normal ZZ
-1.145E-06
1.22E-06
Shear XY
-4.979E-07
5.378E-07
Shear YZ
-1.56E-06
1.679E-06
Shear ZX
-1.356E-06
0.862E-06
Contact Force
Total
[N] 0.00
0.00
X
[N] 0.00
0.00
Y
[N] 0.00
0.00
Z
[N] 0.00
0.00
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